| contributor author | Swami Saran | |
| contributor author | R. K. Agarwal | |
| date accessioned | 2017-05-08T20:35:54Z | |
| date available | 2017-05-08T20:35:54Z | |
| date copyright | November 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9410%281991%29117%3A11%281669%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20736 | |
| description abstract | The bearing capacity of an eccentrically obliquely loaded footing is determined by limit equilibrium analysis. The footing is considered rigid with a rough base. It is assumed that the rupture surface is a log spiral and that failure occurs on the same side as the eccentricity, with respect to the center of the footing. The resistance mobilized on this side is fully passive and partial on the other. The footing is assumed to lose contact with an increase in eccentricity; the results are given in the form of bearing capacity factors, | |
| publisher | American Society of Civil Engineers | |
| title | Bearing Capacity of Eccentrically Obliquely Loaded Footing | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1991)117:11(1669) | |
| tree | Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 011 | |
| contenttype | Fulltext | |
